2021-03-02 15:45:21 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2020 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 21020896 |
| ADD: 4802 S. DIXIE HWY. (SHELL RENOVATION) |
| CONT: MAC ENTERPRISES INC. |
| TEL: 561-840-0063 |
| E-MAIL: [email protected] |
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| 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| BUILDING CODE, BUILDING. |
| |
| 1ST REVIEW |
| DATE: TUES. MARCH 02/2021 |
| ACTION: DENIED |
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| 1) THE TITLE SHEET T1 INDICATES THE BUILDING TO BE A |
| MIXED USE OCCUPANCY BUILDING AND 3 TENANT SPACES. THE |
| BUSINESS OCCUPANCY IS USING 100 SQ. FT. AS THE OCCUPANT |
| LOAD FACTOR. PLEASE REVIEW THE 2020 FBC-B TABLE 1004.5 |
| THE OCCUPANT LOAD FACTOR IS NOW 150 SQ. FT. PER |
| OCCUPANT, IT DROPS THE OCCUPANT LOAD. PLEASE UPDATE THE |
| PLANS. |
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| 2) SHEET A.1 INDICATES NEW WINDOWS, DOORS AND ROOFING. |
| THIS REVIEW CYCLE THERE WAS NO WIND DESIGN CRITERIA |
| SUBMITTED FOR THE COMPONENTS & CLADDING PRESSURES. |
| 2020 FBC-B 1603.1.4 WIND DESIGN DATA. THE FOLLOWING |
| INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, |
| REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF |
| THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: |
| 2.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS |
| DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1. |
| 2.2. RISK CATEGORY. |
| 2.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1. |
| 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| 2.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| THE DESIGN OF THE STRUCTURE, PSF. |
| 2.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING.. ASCE 7-16 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| CONVERSION VULT TO VASD. |
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| 3) COMPONENTS & CLADDING. PLEASE SUBMIT THE PRODUCT |
| APPROVALS FOR COMPONENTS &CLADDING. 2020 FBC-B 1609.1.2 |
| PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, |
| ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/ |
| 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES. |
| (B) WINDOWS & MULLIONS |
| (C) PANEL WALLS: STOREFRONTS, HARDI PANELS/ SIDING, |
| WALL LOUVERS, AND OR EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES, SHINGLES, TAPERED |
| INSULATION & MODIFIED BITUMEN ROOFING SYSTEMS |
| (G) PRE-ENGINEERED A/C STANDS ON THE ROOF, |
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| 4) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP |
| DRAWING STAMP OF APPROVAL) BY THE DESIGNER OF RECORD |
| PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC. |
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| 5) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| PRESSURES FOR EACH OPENING SIZE. 2020 FBC-B 1405.13.1 |
| INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN |
| ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS. |
| FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH |
| INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM |
| LOADS AND SPACING USED IN THE TESTS. |
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| 6) 107.2.1.2 FOR ROOF ASSEMBLIES REQUIRED BY THE CODE, |
| THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE, DESCRIBE |
| AND DELINEATE THE TYPE OF ROOFING SYSTEM, MATERIALS, |
| VENTING, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS |
| AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE |
| INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL |
| INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR |
| THE SPECIFIC SITE. |
| FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY ALL ROOFING |
| SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES FOR ROOF |
| ZONE # 1. REVIEW THE PRODUCT APPROVAL LIMITATIONS, IF |
| ENHANCED FASTENING IS ALLOWED FOR ROOF ZONES 2 & 3. |
| FASTENER DENSITIES SHALL BE INCREASED FOR BOTH |
| INSULATION & THE BASE SHEET AS CALCULATED IN COMPLIANCE |
| WITH ROOFING APPLICATION STANDARDS RAS 117. CALCULATION |
| PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED |
| PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. |
| 1609.6.4.4.1 COMPONENTS & CLADDING. |
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| 7) 2020 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| BUILDING CODE, BUILDING. |
| FBC-B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND |
| PRESSURE FOR EACH COMPONENT OR CLADDING ELEMENT IS TO |
| BE DESIGNED FOR WIND PRESSURES COMPONENTS AND |
| ATTACHMENTS. LATERAL FORCE-RESISTING SYSTEM. FOR ALL |
| ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR |
| VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK |
| AS WELL AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT |
| ABOVE. |
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| 2020 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| LOADS. |
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| 8) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| |
| PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| REVIEW CYCLE. |
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| PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| 19 |
| IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| 561-718-9724. |
| WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/ |
| RETIRED. |
| |
| JAMES A. WITMER BN, PX, SFP, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| TEL: 561-805-6717 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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| DEVELOPMENT SERVICES HOME PAGE |
| HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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| PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| |
| MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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